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PART 2 - PRODUCTS <br /> 2 . 01 MASONRY UNITS GENERAL <br /> A. Manufacturer : <br /> Obtain masonry units from one manufacturer, of uniform texture and color for each <br /> kind required, for each continuous area and visually related areas . <br /> 2 . 02 FACE BRICK <br /> A . Provide clay brick shown on contract documents . Color, texture, finish and <br /> configuration per plans . <br /> 1 . A . S . T. M. C-216 latest edition, Grade SW. Type FBX. <br /> 2 . Dimensions : Standard or Jumbo . See plans . <br /> 3 . Minimum compressive strength 8 ,000 psi . <br /> 4 . Maximum saturation coefficient 0 . 78 . <br /> 5 . Minimum IRA 6 g/30 sq . in. <br /> 6 Maximum IRA 30 g/30 sq . in. Where IRA exceeds 30g/30 sq . in. pre- <br /> wetting brick is recommended. <br /> 7 . Shapes : Where special shapes are shown on architectural drawings, <br /> manufacturer shall provide shop drawings for architect ' s approval prior to <br /> manufacturing shapes . <br /> B . Mortar: Type S consisting by proportion-- 1 part Portland Cement (A . S . T. M. C- <br /> 150, Type I or Type II, Low Alkali), '/2 part hydrated lime (A. S . T. M . C -207) and 4 - <br /> 1 /2 parts sand (A. S . T. M. C- 144) . <br /> C . Bond : Running Bond unless otherwise shown on the plans . <br /> D . Jointing : Concave unless otherwise shown on the plans . <br /> E. Construction: Strictly adhere to Uniform Building Code Sec . 2104 or ACI <br /> 530 . 1 . 2 . 3 , <br /> F . Weep Holes : Provide tooled open head joints in lieu of rope wicks or plastic tubing . <br /> G. Base Flashing : Provide copper base flashing per the Drawings . <br /> 2 . 03 CONCRETE BLOCK <br /> A . Provide units complying with characteristics indicated below for Grade, Type, face <br /> size , exposed face and , under each form of block included, for weight classification . <br /> 1 . Grade N <br /> Grade N except Grade S may be used above grade in exterior walls with <br /> weather protective coatings and in walls not exposed to weather. <br /> 04200 -2 <br />